...-driving thereare several factorswhich are not well understood. These relate to the dynamic response of the soil, and to the machines used to drive the piles. Owing to the very fast rates of strain during pile-driving, some soils show marked increases in strength due to viscosity. In some cohesive soils...

...J M ROTTER; J U OOI; G MATHIESON; M J BLACKLER; G E BLIGHT © Thomas Telford and ICE 1991 DEFECTS METHODS ESTIMATING DESIGN LOADING SILOS STRESS PRESSURE STRAIN MEASUREMENT ARCHING WALLS FRICTION HOPPERS TEMPERATURE SURCHARGE LOADS SOLIDS CIRCUMFERENTIAL VARIATIONS...

... and reinforced concrete building cores. These types of structure are usually subjected to combined loading including torsion, and, owing to restrictions in longitudinal strains,warpingtorsioncan be important. However, very little information is available about the behaviour of prestressed and reinforced concrete...

... MATERIALS STRESS STRAIN FAILURES MODELLING CRACKS CRACKING ITERATIVE METHODS SMEARED INCREMENTAL PROCEDURE LOADING PREDICTION PLAIN PRISMS STRIP REINFORCED BEAMS FLEXURE SHEAR TRIAXIAL MEMBERS ULTIMATE Proc. lnstn Civ. Engrs, Part 2, 1991, 91, Sept., 517-544 PAPER 9746...

... tested under cyclic biaxial compressive loading is examined. The energy dissipated per cycle of loading/unloading is expressed as a dimensionless energy dissipation ratio, EDT, which is defined as the ratioof the energy dissipated to the total stored strain energy per cycle. Graphs of the EDT ratio...

... SERVICEABILITY CORRELATION SOIL STRUCTURE PARTITIONING OFFICES BUILDINGS PROJECTS MODELLING MEASUREMENT CALCULATIONS IN SITU BEHAVIOUR RETROSPECTIVE FLEXURE SECONDARY PLANE STRAIN HALF SPACE MODELS LONDON STOTHARD PLACE SALISBURY SQ BRITANNIC HOUSE CITY OF LONDON UK Proc...

... TURBOGENERATORS OPC ORDINARY PORTLAND CEMENT TRIALS IN SITU MEASUREMENT CONSTRUCTION THERMOCOUPLES STRAIN DEVELOPMENT HYDRATION CYCLES ICE PLACING MIXING PROCESS DESIGN MIX SITES PRODUCTION COOLED DRAX UK Proc. Instn Ciu. Engrs, Part 1, 1990, 88, Dec., 1059-1078 9610...

...J A HEMSLEY; CHEBYSHEV; FREDHOLM © Thomas Telford and ICE 1990 OVE ARUP ANTISYMMETRIC PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS HALF SPACE EXACT ELASTIC SOLUTIONS STRIP GOVERNING EQUATIONS INTEGRAL SLOPES EXPANSION LOADS EDGES ASYMMETRIC SUPERPOSITION LOADING...

...RH SCOTT; PAT GILL © Thomas Telford and ICE 1990 DURHAM UNIVERSITY TIME DEPENDENT DISTRIBUTION STRAIN BONDS STRESS TENSION REINFORCEMENT SPECIMENS TESTS CONCRETE RODS PRISMS SUSTAINED LOADS CYCLIC ELECTRIC RESISTANCE GAUGES MEASUREMENT LONGITUDINAL BEHAVIOUR...

... FUEL REINFORCEMENT CONSTRUCTION MOVEMENT EVALUATION MATERIALS TESTS FIBRETAIN TRIAL RING ROADS PFA ASH POLYMERIC TECHNIQUES STRAIN STRUCTURAL AGREMENT MEASUREMENT TENSAR DEWSBURY WEST YORKSHIRE UK Proc. Instn Ciu. Engrs, Part 1,1990,88, Apr., 321-345 9518 GROUP...

...RT MURRAY; DM FARRAR; TRRL © Thomas Telford and ICE 1990 TRANSPORT AND ROAD RESEARCH LABORATORY TRRL M25 WALLS LATERAL FILL GROUND TIES FOUNDATIONS TENSION INSTRUMENTATION STRAIN REINFORCED MOTORWAYS VERTICAL SETTLEMENT CONDITIONS RODS INFLUENCE UNITS MOVEMENT...

...M RAOOF © Thomas Telford and ICE 1990 SOUTH BANK POLYTECHNIC PERFORMANCE NEW DATA CABLES STRAIN ROPES SPIRAL WELL USED HYSTERESIS AXIAL GAUGING STRANDS TESTS SPECIMENS WIRE STIFFNESS Proc. Instn Ciu. Engrs, Part 2, 1990,89, Mar., 103-120 PAPER 9546 STRUCTURAL...

... ANALYSIS SHALLOW DEPTH FLEXURAL DEFORMATION COMBINED ACTION FULL EXPERIMENTS BONDS INSTRUMENTATION TESTS PROCEDURE MODES FAILURES STRAIN DEFLECTION FEASIBILITY INTERFACE ULTIMATE LOADS Proc. Instn Civ.Engrs, Part 2, 1989,81, Sept., 377-399 PAPER 9439 STRUCTURAL ENGGRINOEUEPRING...

... and 2.4c0&,respectively, on the soflit directly under a bar, and both reduce to 1.5 (h - X)& on the soflit at infinite distance from a bar. Hence, the formulae predict smaller crack widths directly under bars for a voided slab compared with a solid slab at the same strain. However, because the soflit strain...

...TM ROBERTS; H HAJIKAZEMI © Thomas Telford and ICE 1989 UNIVERSITY COLLEGE CARDIFF THEORY STUDIES BEHAVIOUR REINFORCED CONCRETE BEAMS STRENGTHENED EXTERNAL BONDED STEEL PLATES INVESTIGATIONS DISPLACEMENT STRAIN STRESS TENSION SOLUTIONS SHEAR NORMAL ADHESIVE LAYERS...

...J A HEMSLEY; WINKLER; FOURIER © Thomas Telford and ICE 1988 OVE ARUP PARTNERSHIP FLEXURE INFINITE PLATES WINKLER SPRINGS HALF SPACE PLANE STRAIN THEORY TRANSFORMS ELASTOSTATICS THIN HOMOGENEOUS CLOSED FORM SOLUTIONS SPRINGS SYMMETRIC ANTISYMMETRIC LOADS NUMERICAL...

...J A HEMSLEY; D A SPENCE; T E GLYNN ELASTOSTATICS PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS CONTACT FRICTIONLESS HALF PLANE MATHEMATICS EQUATIONS SLABS NUMERICAL STIFFNESS EDGES STRIP STRUCTURAL ANALYSIS BOUNDARIES BENDING MOMENTS © Thomas Telford and ICE 1988...

... is observed by measuring the thermal strain and multiplying by the value of E for the material. The value of E is unknown, but by taking two strain measurements at certain intervals the difference in stress can be calculated without knowledge of the E value. 2. According to the sine rule the amplitude...

... of elasticity fc compressive strength of the material f; tensile strenth of the material G shear modulus B loaded arearatio (ratio of loaded area to totalarea) 7 strength enhancement factor a aspect ratio of the wall E,, ultimate strain (straiantfc) c,, up normal stresses perpendicular and parallel to the bed...

...BP HUGHES; AT MAHMOOD © Thomas Telford and ICE 1988 BIRMINGHAM UNIVERSITY JAMES CARRINGTON & PARTNERS CONCRETE REINFORCED MEMBERS BEHAVIOUR INSTRUMENTATION MECHANISMS TESTS WEATHER EXPERIMENTS CRACKS CRACKING LABORATORIES THEORY BEAMS THERMAL STRAIN Proc. Instn...